Aydin Daei
Sahand University of Technology
7 Papers
9 Citations
Aydin Daei is an academic researcher from Sahand University of Technology. The author has contributed to research in topics: Computer science & Nonlinear system. The author has an hindex of 2, co-authored 4 publications.
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Papers
Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions
TL;DR: The close proximity of some populated cities all over the world to the active faults shows the necessity to investigate the consequences of the prominent characteristics of near-fault pulse-like grasps as discussed by the authors.
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On the accuracy of enhanced pushover procedures for seismic performance evaluation of code-conforming RC moment-resisting frame buildings subjected to pulse-like and non-pulse-like excitations
Aydin Daei,Mehdi Poursha +1 more
TL;DR: The applicability and validity of enhanced pushover procedures in estimating the seismic demands of mid- and high-rise reinforced concrete (RC) building frames under pulse-like near-fault ground motions having forward-directivity and fling-step effects as well as non-pulse-likeNear-Fault and far-faults ground motions are assessed through the comparison with the nonlinear response history analysis (NL-RHA).
18
A multi-mode displacement-based pushover (MDP) procedure for seismic assessment of buildings
Aydin Daei,Mohamad Zarrin +1 more
TL;DR: In this article, a new enhanced multi-modal pushover procedure based on the structural dynamic theory with a straightforward and easy-to-use algorithm is developed for estimating the structural demands.
10
A simplified normalized multi-mode nonlinear static procedure (NMP) for seismic performance evaluation of building structures
TL;DR: In this article, a simplified multi-mode nonlinear static procedure based on normalizing the deformation demands (called NMP) for estimating the seismic demands of structures with significant higher mode effects is presented.
10
Sensitivity of structural responses to the processing of near-fault ground motion records containing fling-step
TL;DR: In this paper , the sensitivity of the nonlinear structural responses to record processing was investigated, and the results indicated that even though the processing procedure does not preserve the static offsets of the ground motions, the seismic responses of the structures to the processed records may resemble those obtained under only the baseline-corrected ground motions (with static offsets preserved).
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